A new analytical and numerical method is presented for modeling and an
alysis of cylindrical shells stiffened by circumferential rings. This
method treats the shell and ring stiffeners as individual structural c
omponents, and considers the ring eccentricity with respect to the she
ll middle surface. Through use of the distributed transfer functions o
f the structural components, various static and dynamic problems of st
iffened shells are systematically formulated With this transfer functi
on formulation, the static and dynamic response, natural frequencies a
nd mode shapes, and buckling loads of general stiffened cylindrical sh
ells under arbitrary external excitations and boundary conditions can
be determined in exact and closed form. The proposed method is illustr
ated on a Donnell-Mushtari shell, and compared with finite element met
hod and two other modeling techniques.